论文部分内容阅读
以武广客运专线新耒阳站岩溶路基变形整治施工为例,结合实际地质状况,利用岩溶路基基底压力补注浆、旋喷桩地基加固补强、填料层低压注浆、构筑物沉降变形控制等措施,动态设计、动态施工,各项监测数据均在可控范围内。
Taking the construction of karst embankment in the new Leiyang Station of Wuhan-Guangzhou passenger dedicated line as an example, taking the actual geologic conditions as an example, the karst embankment base grouting, the grouting reinforcement, the grouting layer low pressure grouting, the settlement control of structures and so on Measures, dynamic design, dynamic construction, the monitoring data are within the controllable range.